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Tender Value
₹6.7 Cr
EMD Value
₹13.5 L
Closing Date
18 Jun 2026, 11:00 am
SW-I : ADEN/SKLR Sub Div:- Construction of Boundary Wall along the track approaches of HAS & SBHR stations for a length of 1500mtrs. SW-II : MYS-Y - Construction of Side drain - 2180m (Km.104/000- 104/07, 111/04- 111/700,119/100-199/400, 121/300-121/600, 122/700-127/900 DN line, 128/700- 128/900 LH & RH, 116/450-116/700 B/W UP & DN ) SW-III - MYS-Y - Construction of Side drain - 1630m (Km.106/630-107/000-UP, 114/100-114/380-DN, 116/400- 114/600-DN, 116/900-117/100-DN, 117/260-117/500-UP, 130/700-131/040-DN ) SW-IV - MYS-HLN Improvements to cess at scattered locations SW-V - ADEN-MYS subdivision- Improvements to cess in MYS-CMNR section at scattered locations
15MYS26of25-05-26itno01
15MYS26of25-05-26itno01
Open
15 Months
West Siang, Arunachal Pradesh
₹0
₹13.5 L
25 May 2026
25 May 2026
4 Jun 2026
A-List of items that are covered under DSR
A-List of items that are covered under USSOR
A1--List of items that are covered under USSOR
A2-List of items that are covered under DSR
Item Breakup - A-List of items that are covered under USSOR
cum Earthwork in cutting in formation, trolley refuges, side drains, level crossing approaches, platforms, catch water drains, diversion of nallah & finishing to required dimension and slopes to obtain a neat appearance to standard profile inclusive of all labour, materials, plant & machinery, leading all cut spoils either to make spoil dumps or for filling in embankment with leads within 2 km on either side of edge of the cutting(s) including all lifts, ascent, descent, loading, unloading, bailing & pumping out water, if required, clearance of site and all other works incidental thereto for completing the work as per RDSO Specification No. RDSO/2020/GE: IRS-0004 with latest updated correction slips and to the satisfaction of the Engineer-in- Charge. Note: (i) All usable earth arising from cut spoils shall be led into bank formation and Unusable spoils shall be dumped / stacked away from toe of embankment. (ii) All hard rock /and boulders not fit for filling will be stacked by the contractor and will be property of the Railways. (iii)Cut trees shall be property of Railways and to be deposited in the railway godown unless specified otherwise in the Conditions of Contract.
2616.00 except rock
654.00 breaker etc. where blasting is not permitted due to special circumstances and if specifically ordered in writing including drilling and all incidental works thereto. MYSORE DIVISION-ENGINEERING/SOUTH WESTERN RLY Providing and laying in position Plain cement concrete of specified Nominal Mix for miscellaneous works like side drains, foundation for OHE masts and other miscellaneous structures excluding the cost of Cement, centering and shuttering - All work up to plinth level :
262.00 graded stone aggregate 20 mm nominal size)
291.00 Wing walls and Return walls etc., of new bridges with 110mm dia UPVC pipe Type A ISI marked with all contractor's men, material, transportation, all taxes as per specifications and as directed by Engineer-in-Charge. Total 1999731.13 SW-III - MYS-Y - Construction of Side drain - 1630m (Km.106/630-107/000-UP, 114/100-114/380-DN, Item- 2 116/400-114/600-DN, 116/900-117/100-DN, 117/260-117/500-UP, 130/700-131/040-DN ) S No. Item Description of Item Unit Qty Rate Amount No Earthwork in filling in embankment, guide bunds, around buried type abutments, bridge gaps, trolley refuges, platforms etc. with contractor's own earth conforming to Soil Quality Class SQ1/SQ2/SQ3, after preparation of foundations as applicable, benching in existing banks wherever required, spreading in layers with motor grader, bringing the moisture content to OMC, mechanical compaction to specified density a n d dressing of bank to final profile as per RDSO Specifications: RDSO/2020/GE: IRS-0004 with latest correction slips. Note: 1) Foundation preparation, Benching including additional earthwork on account of this, wherever required, shall be paid extra under relevant schedule item for benching. 2) Payment for Earthwork under this item shall be made based on the cross section measurements calculated (i) with original ground profile of existing bank based on initial ground levels before doing benching and (ii) final profile of the bank worked out with final levels as per prevailing guidelines.
cum MYSORE DIVISION-ENGINEERING/SOUTH WESTERN RLY Earthwork in cutting in formation, trolley refuges, side drains, level crossing approaches, platforms, catch water drains, diversion of nallah & finishing to required dimension and slopes to obtain a neat appearance to standard profile inclusive of all labour, materials, plant & machinery, leading all cut spoils either to make spoil dumps or for filling in embankment with leads within 2 km on either side of edge of the cutting(s) including all lifts, ascent, descent, loading, unloading, bailing & pumping out water, if required, clearance of site and all other works incidental thereto for completing the work as per RDSO Specification No. RDSO/2020/GE: IRS-0004 with latest updated correction slips and to the satisfaction of the Engineer-in- Charge. Note: (i) All usable earth arising from cut spoils shall be led into bank formation and Unusable spoils shall be dumped / stacked away from toe of embankment. (ii) All hard rock /and boulders not fit for filling will be stacked by the contractor and will be property of the Railways. (iii)Cut trees shall be property of Railways and to be deposited in the railway godown unless specified otherwise in the Conditions of Contract.
1956.00 except rock
489.00 breaker etc. where blasting is not permitted due to special circumstances and if specifically ordered in writing including drilling and all incidental works thereto. Providing and laying in position Plain cement concrete of specified Nominal Mix for miscellaneous works like side drains, foundation for OHE masts and other miscellaneous structures excluding the cost of Cement, centering and shuttering - All work up to plinth level :
196.00 graded stone aggregate 20 mm nominal size)
218.00 Wing walls and Return walls etc., of new bridges with 110mm dia UPVC pipe Type A ISI marked with all contractor's men, material, transportation, all taxes as per specifications and as directed by Engineer-in-Charge. Total 1495594.28 Item- 3 SW-IV - MYS-HLN Improvements to cess at scattered locations S No. Item Description of Item Unit Qty Rate Amount No MYSORE DIVISION-ENGINEERING/SOUTH WESTERN RLY
44132.00 Specifications and guidelines RDSO/2020/GE: IRS-0004 or latest in running line with suitable soil to the designed profile The work shall include uprooting and disposing of all the vegetation, benching at every 30 Cm vertical height, earthwork in benching portion and compaction using suitable slope vibratory Rollers/Compactors etc. to achieve prescribed MDD. Note: 1. Payment of cess repairs shall be based on the quantities worked out from the cross sectional calculations only and worked out from the initial ground levels before doing benching and final levels as done for new embankment. The earth work in benching portion shall not be paid extra as the same has been included in the rate. 2. The earth work shall be started only after Completing of the benching and certified. 3. The benching Work shall be done for a maximum height of 1.50 m at any time based on the progress of earthwork starting from toe of the embankment. Loading, leading and unloading of PSC Sleepers of 52Kg / 60Kg by Railway's Rail Dolly/ Dip Lorry to the nominated location under traffic in case road carriage is not possible for different leads and lift up to 5 metres.
1000.00 Km for every subsequent Km or part thereof and up to 10 Km
25.00 3.0m x3.0m on cess, placing with released unserviceable PSC sleepers and keeping them at all four sides of refuge and also placing as matting inside the refuge by keeping them in upside down position with a minimum of 14 sleepers including levelling with earth, excavation, all lead and lift, crossing of tracks, leading the sleepers with in a free lead and lift, handling etc., with all contractor's men material complete and as directed by the Engineer-in-charge. Note: Earth-work will to be paid separately under relevant item. Total 11523719.16 Item- 4 SW-V - ADEN-MYS subdivision- Improvements to cess in MYS-CMNR section at scattered locations S No. Item Description of Item Unit Qty Rate Amount No MYSORE DIVISION-ENGINEERING/SOUTH WESTERN RLY
14960.00 Specifications and guidelines RDSO/2020/GE: IRS-0004 or latest in running line with suitable soil to the designed profile The work shall include uprooting and disposing of all the vegetation, benching at every 30 Cm vertical height, earthwork in benching portion and compaction using suitable slope vibratory Rollers/Compactors etc. to achieve prescribed MDD. Note: 1. Payment of cess repairs shall be based on the quantities worked out from the cross sectional calculations only and worked out from the initial ground levels before doing benching and final levels as done for new embankment. The earth work in benching portion shall not be paid extra as the same has been included in the rate. 2. The earth work shall be started only after Completing of the benching and certified. 3. The benching Work shall be done for a maximum height of 1.50 m at any time based on the progress of earthwork starting from toe of the embankment. Loading, leading and unloading of PSC Sleepers of 52Kg / 60Kg by Railway's Rail Dolly/ Dip Lorry to the nominated location under traffic in case road carriage is not possible for different leads and lift up to 5 metres.
400.00 Km for every subsequent Km or part thereof and up to 10 Km
10.00 3.0m x3.0m on cess, placing with released unserviceable PSC sleepers and keeping them at all four sides of refuge and also placing as matting inside the refuge by keeping them in upside down position with a minimum of 14 sleepers including levelling with earth, excavation, all lead and lift, crossing of tracks, leading the sleepers with in a free lead and lift, handling etc., with all contractor's men material complete and as directed by the Engineer-in-charge. Note: Earth-work will to be paid separately under relevant item. Total 3918434.40
Item Breakup - A-List of items that are covered under DSR
Item Breakup - A1--List of items that are covered under USSOR
58.00 brands/makes Total 421680.30 SW-III - MYS-Y - Construction of Side drain - 1630m (Km.106/630-107/000-UP, 114/100-114/380-DN, Item- 2 116/400-114/600-DN, 116/900-117/100-DN, 117/260-117/500-UP, 130/700-131/040-DN ) S No. Item Description of Item Unit Qty Rate Amount No Supply and using Cement at Worksite
44.00 brands/makes Total 319895.40
Item Breakup - A2-List of items that are covered under DSR
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nit.pdf
NIT
cessanddrainwork.pdf
ATTACHMENT
GCCAdvanceCorrectionSlipNo5.pdf Correction Slip No 5 to GCC 2022
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IRGCCApril2022.pdf
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GCCAdvanceCorrectionSlipNo6.pdf Correction Slip No 6 to GCC 2022
ATTACHMENT
GCCACSCORRECTION.pdf
ATTACHMENT
ACS-3toGCC-2022.pdf
ATTACHMENT
JPOforcablecut.pdf
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Proforma161718.pdf
ATTACHMENT
GCCACS11.pdf
ATTACHMENT
GCCAdvanceCorrectionSlipNo9.pdf Correction Slip No 9 to GCC 2022
ATTACHMENT
GCCAdvanceCorrectionSlipNo7.pdf Correction Slip No 7 to GCC 2022
ATTACHMENT
GCCAdvanceCorrectionSlipNo10.pdf Correction Slip No 10 to GCC 2022
ATTACHMENT
GCCAdvanceCorrectionSlipNo8.pdf Correction Slip No 8 to GCC 2022
ATTACHMENT
Correction slip to GCC 2022
ATTACHMENT
ACS-4toGCC-2022.pdf
ATTACHMENT
ACS-2toGCC-2022_2022-CE-1-CT-GCC-2022.pdf
ATTACHMENT
GCCAdvanceCorrectionSlipNo5.pdf
ATTACHMENT
GCCAdvanceCorrectionSlipNo6.pdf
ATTACHMENT
GCCAdvanceCorrectionSlipNo9.pdf
ATTACHMENT
GCCAdvanceCorrectionSlipNo7.pdf
ATTACHMENT
GCCAdvanceCorrectionSlipNo10.pdf
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GCCAdvanceCorrectionSlipNo8.pdf
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